Iv E ACCEPTANCE CRITERIA for ELECTROSLAG WELDMENTS IN

Total Page:16

File Type:pdf, Size:1020Kb

Iv E ACCEPTANCE CRITERIA for ELECTROSLAG WELDMENTS IN 201 Iv E JUN 271979 MAT. LAB. NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT 201 ACCEPTANCE CRITERIA FOR ELECTROSLAG WELDMENTS IN BRIDGES TRANSPORTATION RESEARCH BOARD NATIONAL RESEARCH COUNCIL RFSEARCH TON I TRANSPORTATION RESEARCH BOARD 1979 Officers PETER G. KOLTNOW, Chairman THOMAS D. MORELAND, Vice Chairman W. N. CAREY, JR., Executive Director Executive Committee HENRIK E. STAFSETH, Executive Director, American Assn. of State Highway and Transportation Officials (ex officio) LANGHORNE M. BOND, Federal Aviation Administrator, U.S. Department of Transportation (ex officio) KARL S. BOWERS, Federal Highway Administrator, U.S. Department of Transportation (ex officio) RICHARD S. PAGE, Urban Mass Transportation Administrator, U.S. Department of Transportation (ex officio) JOHN M. SULLIVAN, Federal Railroad Administrator, U.S. Department of Transportation (ex officio) HARVEY BROOKS, Chairman, Commission on Sociotechnical Systems, National Research Council (ex officio) ROBERT N. HUNTER, Chief Engineer, Missouri State Highway Department (ex officio, Past Chairman 1977) A. SCHEFFER LANG, Assistant to the President, Association of American Railroads (ex officio, Past Chairman 1978) HOWARD L. GAUTHIER, Professor of Geography, Ohio State University (ex officio, MTRB liaison) LAWRENCE D. DAHMS, Executive Director, Metropolitan Transportation Commission, San Francisco Bay Area ARTHUR C. FORD, Assistant Vice President (Long-Range Planning), Delta Air Lines ARTHUR J. HOLLAND, Mayor, City of Trenton, N.J. ROBERT R. KILEY, Management Analysis Center, Cambridge, Mass. JACK KINSTLINGER, Executive Director, Colorado Department of Highways PETER G. KOLTNOW, President, Highway Users Federation for Safety and Mobility THOMAS J. LAMPHIER, President, Transportation Division, Burlington Northern, Inc. ROGER L. MALLAR, Commissioner, Maine Department of Transportation MARVIN L. MANHEIM, Professor of Civil Engineering, Massachusetts Institute of Technology DARRELL V MANNING, Director, idaho Transportation Department ROBERT S. MICHAEL, Director of Aviation, City and County of Denver, Colorado THOMAS D. MORELAND, Commissioner and State Highway Engineer, Georgia Department of Transportation DANIEL MURPHY, County Executive, Oakland County, Michigan PHILIP J. RINGO, President, ATE Management & Services Co. MARK D. ROBESON, Chairman, Finance Committee, Yellow Freight Systems DOUGLAS N. SCHNEIDER, JR., Director, District of Columbia Department of Transportation WILLIAM R. SEARS, Professor of Aerospace and Mechanical Engineering, University of Arizona WILLIAM K. SMITH, Vice President (Transportation), General Mills JOHN R. TABB, Director, Mississippi State Highway Department JOHN P. WOODFORD, Director, Michigan Department of Transportation CHARLES V. WOOTAN, Director, Texas Transportation Institute, Texas A&M University NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM Transportation Research Board Executive Committee Subcommittee for the NCHRP PETER G. KOLTNOW, Highway Users Federation (Chairman) KARL S. BOWERS, U.S. Department of Transportation THOMAS D. MORELAND, Georgia Department of Transportation HARVEY BROOKS, National Research Council HENRIK E. STAFSETH, Amer. Assn. of State Hwy. and Transp. Officials A. SCHEFFER LANG, Association of American Railroads W. N. CAREY, JR., Transportation Research Board Field of Materials and Construction Area of Specifications, Procedures, and Practices Project Panel D1O-10 G. J. HILL, Michigan Dept. of St. Hwys. & Transp. (Chairman) CARL E. HARTBOWER, Federal Highway Administration WARREN G. ALEXANDER, New York State Dept. of Transp PAUL JONES, California Dept. of Transportation ROBERT L. ANDERSON, Kansas Dept. of Transportation CLARENCE R. REA, Texas State Dept. of Hwys. & Public Transp. HARRY E. BROADBENT, JR., American Welding Society ROBERT W. SHARP, Lincoln Electric Company HARRY CZYZEWSKI, Metallurgical Engineers, inc. CHARLES H. MCGOGNEY, Federal Highway Administration KARL FRANK, University of Texas (Austin) W. G. GUNDERMAN, Transportation Research Board Program Stafi KRIEGER W. HENDERSON, JR., Program Director LOUIS M. MACGREGOR, Administrative Engineer ROBERT E. SPICHER, Projects Engineer R. IAN KINGHAM, Projects Engineer HERBERT P. ORLAND, Editor ROBERT J. REILLY, Projects Engineer HELEN MACK, Associate Editor HARRY A. SMITH, Projects Engineer EDYTHE T. CRUMP, Assistant Editor NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT 201 ACCEPTANCE CRITERIA FOR ELECTROSLAG WELDMENTS IN BRIDGES W. P. BENTER, JR., and C. G. SCHILLING UNITED STATES STEEL CORPORATION MONROEVILLE, PENNSYLVANIA RESEARCH SPONSORED BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS IN COOPERATION WITH THE FEDERAL' HIGHWAY ADMINISTRATION AREAS OF INTEREST: STRUCTURES DESIGN AND PERFORMANCE CONSTRUCTION GENERAL MATERIALS (HIGHWAY TRANSPORTATION) (RAIL TRANSPORTATION) TRANSPORTATION RESEARCH BOARD NATIONAL RESEARCH COUNCIL WASHINGTON, D.C. MAY 1979 NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM NCHRP Report 201 Systematic, well-designed research provides the most ef- Project 10-10 FY '74 fective approach to the solution of many problems facing ISSN 0077-5614 highway administrators and engineers. Often, highway ISBN 0-309-02905-8 problems are of local interest and can best be studied by L. C. Catalog Card No. 79-64880 highway departments individually or in cooperation with their state universities and others. However, the accelerat- Price: $5.20 ing growth of highway transportation develops increasingly complex problems of wide interest to highway authorities. These problems are best studied through a coordinated program of cooperative research. In recognition of these needs, the highway administrators Notice of the American Association of State Highway and Trans- portation Officials initiated in 1962 an objective national The project that is the subject of this report was a part of the National Cooperative Highway Research Program conducted by the highway research program employing modern scientific Transportation Research Board with the approval of the Governing techniques. This program is supported on a continuing Board of the National Research Council, acting in behalf of the basis by funds from participating member states of the National Academy of Sciences. Such approval reflects the Governing Board's judgment that the.program concerned is of national impor- Association and it receives the full cooperation and support tance and appropriate with respect to both the purposes and re- of the Federal Highway Administration, United States sources of the National Research Council. The members of the technical committee selected to monitor this Department of Transportation. project and to review this report were chosen for recognized The Transportation Research Board of the National Re- scholarly competence and with due consideration for the balance of disciplines appropriate to the project. The opinions and con- search Council was requested by the Association to admin- clusions expressed or implied are those of the research agency that ister the research program because of the Board's recog- performed the research, and, while they have been accepted as nized objectivity and understanding of modern research appropriate by the technical committee, they are not necessarily those of the Transportation Research Board, the National Research Coun- practices. The Board is uniquely suited for this purpose cil, the National Academy of Sciences, or the program sponsors. as: it maintains an extensive committee structure from Each report is reviewed and processed according to procedures which authorities on any highway transportation subject established and monitored by the Report Review Committee of the National Academy of Sciences. Distribution of the report is ap- may be drawn; it possesses avenues of communications and proved by the President of the Academy upon satisfactory comple- cooperation with federal, state, and local governmental tion of the review process. agencies, universities, and industry; its relationship to its The National Research Council is the principal operating agency of the National Academy of Sciences and the National Academy of parent organization, the National Academy of Sciences, a Engineering, serving government and other organizations. The private, nonprofit institution, is an insurance of objectivity; Transportation Research Board evolved from the 54-year-old High- way Research Board. The TRB incorporates all former HRB it maintains a full-time research correlation staff of special- activities but also performs additional functions under a broader ists in highway transportation matters to bring the findings scope involving all modes of transportation and the interactions of of research directly to those who are in a position to use transportation with society. them. The program is developed on the basis of research needs identified by chief administrators of the highway and trans- portation departments and by committees of AASHTO. Each year, specific areas of research needs to be included in the program are proposed to the Academy and the Board by the American Association of State Highway and Trans- portation Officials. Research projects to fulfill these needs are defined by the Board, and qualified research agencies are selected from those that have submitted proposals. Ad- ministration and surveillance of research contracts are Published reports of the responsibilities of the Academy and its Transportation Research Board. NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM The needs for highway research
Recommended publications
  • Electroslag Welding: the Effect of Slag Composition
    ELECTROSLAG WELDING: THE EFFECT OF SLAG COMPOSITION ON MECHANICAL PROPERTIES by JAMES S. MITCHELL B.Sc, Queens University at Kingston, 1973 A THESIS SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF APPLIED SCIENCE In the Department of METALLURGY We accept this thesis as conforming to the required standard THE UNIVERSITY OF BRITISH COLUMBIA August 1977 © James Mitchell, 1977 In presenting this thesis in partial fulfilment of the requirements for an advanced degree at the University of British Columbia, I agree that the Library shall make it freely available for reference and study. I further agree that permission for extensive copying of this thesis for scholarly purposes may be granted by the Head of my Department or by his representatives. It is understood that copying or publication of this thesis for financial gain shall not be allowed without my written permission. Department of The University of British Columbia 2075 Wesbrook Place Vancouver, Canada V6T 1W5 Date 7 ABSTRACT Previous studies of the properties of electroslag weld metal have been done using electroslag remelted ingots made under welding conditions. This procedure assumes the electrical and thermal regimes of these pro• cesses to be equivalent. To test this assumption an experimental program was devised in which the remelted metal of an ingot and weld made with each of three slag systems was analysed and the mechanical properties examined. The results show that each process imparted different properties to the remelted metal by alloy and inclusion modification. Consequently the above assumption was proved invalid. Special consideration was given to the effect of inclusion composition and overall distribution toward mechanical properties.
    [Show full text]
  • Welding Procedure Guide
    CWB Form 119E/2019-1 ® Welding Procedure Guide An easy to follow guide covering the preparation of welding procedure data sheets CWB Group - Industry Services All rights reserved. CWB Group 1-800-844-6790 www.cwbgroup.org Table of Contents 1.0 Introduction 1 2.0 Welding Procedure Specification (WPS) 1 3.0 Welding Procedure Data Sheet (WPDS) 1 3.1 BLOCK 1 (General Information) 3 3.2 BLOCK 2 (Process information) 4 3.3 BLOCK 3 (Joint information) 5 3.4 BLOCK 4 (Technical data) 8 3.5 BLOCK 5 (Joint Preparation) 10 3.6 BLOCK 6 (Base and Filler Material) 11 3.7 BLOCK 7 (Welding Details) 13 3.8 BLOCK 8 (Final Remarks) 17 4.0 Submission Of Welding Procedures 19 5.0 Review And Approval Of Welding Procedures 21 6.0 Sample Welding Procedure Data Sheets 23 WELDING PROCEDURE PREPARATION 1.0 Introduction This guide has been prepared to assist welding personnel with the preparation of welding procedures required as part of their company certification to CSA Standards W47.1, W47.2 and W186. The following two documents will be described: (a) Welding Procedure Specifications (b) Welding Procedure Data Sheets There will be a brief description of these documents; however, this guide will focus on the preparation of welding procedure data sheets. Each item on the welding procedure data sheet will be described and guidance will be provided to complete each section. 2.0 Welding Procedure Specification (WPS) All companies applying or certified to CSA Standards W47.1, W47.2 or W186 are required to prepare and submit welding procedure specifications to the CWB for acceptance.
    [Show full text]
  • Chapter 6 Arc Welding
    Revised Edition: 2016 ISBN 978-1-283-49257-7 © All rights reserved. Published by: Research World 48 West 48 Street, Suite 1116, New York, NY 10036, United States Email: [email protected] Table of Contents Chapter 1 - Welding Chapter 2 - Fabrication (Metal) Chapter 3 - Electron Beam Welding and Friction Welding Chapter 4 - Oxy-Fuel Welding and Cutting Chapter 5 - Electric Resistance Welding Chapter 6 - Arc Welding Chapter 7 - Plastic Welding Chapter 8 - Nondestructive Testing Chapter 9 - Ultrasonic Welding Chapter 10 - Welding Defect Chapter 11 - Hyperbaric Welding and Orbital Welding Chapter 12 - Friction Stud Welding Chapter 13 WT- Welding Joints ________________________WORLD TECHNOLOGIES________________________ Chapter 1 Welding WT Gas metal arc welding ________________________WORLD TECHNOLOGIES________________________ Welding is a fabrication or sculptural process that joins materials, usually metals or thermoplastics, by causing coalescence. This is often done by melting the workpieces and adding a filler material to form a pool of molten material (the weld pool) that cools to become a strong joint, with pressure sometimes used in conjunction with heat, or by itself, to produce the weld. This is in contrast with soldering and brazing, which involve melting a lower-melting-point material between the workpieces to form a bond between them, without melting the workpieces. Many different energy sources can be used for welding, including a gas flame, an electric arc, a laser, an electron beam, friction, and ultrasound. While often an industrial process, welding can be done in many different environments, including open air, under water and in outer space. Regardless of location, welding remains dangerous, and precautions are taken to avoid burns, electric shock, eye damage, poisonous fumes, and overexposure to ultraviolet light.
    [Show full text]
  • Applications and Trends of Electroslag Technology in Japan
    Welding Research Abroad, 32(2):27-34, 1986 APPLICATIONS AND TRENDS OF ELECTROSLAG TECHNOLOGY IN JAPAN Thomas W. Eagar INTRODUCTION Electrosiag welding and casting processes have been used in Japan for approximately two decades, with enerally good success. This report describes the amount of electrostag welding pzrformed In 3apan in 1981 along with typical product applications. It also describes briefly an electroslag casting and an electroslag overlay process, as well as recent trends in the usage of ektroslag technology. A brief discussion of the reasons fw the trends is also included. ELECTROSLAG WELDING Professor Isao Masumoto of Nagoya University reviewed the application of electroslag welding in Japan in 1981 [Masumoto et aZ. (1981 )]. His survey, which does not claim to be comprehensive, but appears to include most of the larger users of electroslag welding, indicates that more than 250 tons of electroslag weld metal was deposited in 1981. This was estimated to be 0.064% of the total volume of weld metal used in Japan; hence, in Japan, electroslag is a specialized process which is used for a limited number of applications. Nonetheless, Japanese industry has a wide range of experience with the process. Welds of 0.3 m to 9 m length have been made in section thicknesses ranging from 16 mm to 2.1 m. Welding currents range from 280 A to 8000 A with joint gaps from 18 mm to 50 mm. Materials welded include mtid steel, high strength steel, stainless steel, and Cr-Mo steels. As can be seen from Figure I, three-quarters of the weld metal is produced by the nonconsumable electrode guide process and most of this is used by the industrial machinery and pressure vessel industries.
    [Show full text]
  • Recommended Practices for Electrogas Welding AWS C5.7:2000 (R2006) an American National Standard
    AWS C5.7:2000 (R2006) An American National Standard Recommended Practices for Electrogas Welding AWS C5.7:2000 (R2006) An American National Standard Approved by the American National Standards Institute May 5, 2000 Recommended Practices for Electrogas Welding Supersedes ANSI/AWS C5.7-89 Prepared by the American Welding Society (AWS) C5 Committee on Arc Welding and Cutting Under the Direction of the AWS Technical Activities Committee Approved by the AWS Board of Directors Abstract Electrogas Welding (EGW) is a specialized welding process having similarities to the gas metal arc welding (GMAW) or the flux cored arc welding (FCAW) processes for vertical position welding. The electrode deposits filler metal in the cavity formed by backing plates or shoes that bridge the groove between the plates being welded. The elec- trode may be solid, metal cored, or flux cored, and additional shielding may or may not be obtained from an externally supplied gas or gas mixture. The weld is usually completed in a single pass. Fundamentals of the process, including the various methods of welding, are presented. A discussion of equipment, consumables, applications, and metallurgical advantages and limitations is provided. The selection of process variables and operating conditions and typical EGW procedures is then presented. Inspection of welds, and training and qualifica- tion of welding procedures and operators are described. Finally, a troubleshooting guide, safety considerations, and a supplementary reading list are presented. 550 N.W. LeJeune Road,
    [Show full text]
  • CASTI Metals Blue Book™ Welding Filler Metals
    CASTI Metals Blue Book™ Welding Filler Metals CASTI Publishing Inc. Suite 200, 10544 - 106 Street Edmonton, Alberta T5H 2X6 Canada ™ Tel:(780) 424-2552 Fax:(780) 421-1308 Fourth Edition on CD-ROM CCASTI Search Subject Index Table of Contents E-Mail: [email protected] Internet Web Site: www.casti.ca CASTI METALS BLUE BOOK Welding Filler Metals Fourth Edition CASTI Metals Data Book Series™ Published By: CCASTI CASTI Publishing Inc. Suite 200, 10544 - 106 Street Edmonton, Alberta, T5H 2X6, Canada Tel: (780) 424-2552 Fax: (780) 421-1308 E-mail: [email protected] Internet Web Site: http://www.casti.ca ISBN 1-894038-78-9 Printed in Canada National Library of Canada Cataloguing in Publication Data Patchett, B. M CASTI metals blue book, welding filler materials (CASTI metals data book series) Includes index. ISBN 1-894038-78-9 (pbk.).--ISBN 1-894038-79-7 (CD-ROM) 1. Welding--Standards. 2. Filler metal--Handbooks, manuals, etc. I. Bringas, John E., 1953- II. Thomas, R. David, 1932- III. Title. IV. Series. TA492.W4P37 2002 671.5'2 C2002-910849-7 iii Important Notice The material presented herein has been prepared for the general information of the reader and should not be used or relied upon for specific applications without first securing competent technical advice. Nor should it be used as a replacement for current complete engineering standards. In fact, it is highly recommended that current engineering standards be reviewed in detail prior to any decision-making. See the list of standards organizations, technical societies and associations in Appendix 5, many of which prepare engineering standards, to acquire the appropriate metal standards or specifications.
    [Show full text]
  • Twin Strip Electroslag Cladding
    both processes shall be developed special fluxes, that TWIN STRIP ELECTROSLAG guarantee the best characteristics of deposits. SASC is arc welding method, where welding seam is covered by flux. CLADDING Function of flux is basically the same as with Subarc Welding (SAW) Method. Flux is forming slag and protects welding pool MARIAN SIGMUND plus garant good geometry of deposited beam. With ESSC Wirpo s.r.o., Brno, Czech Republic process isn’t arc formed between strip and base material, but DOI: 10.17973/MMSJ.2016_11_2016136 is formed by flux. Flux is supply only from one side of strip e-mail: [email protected] without any recovery. It is also difference SASC has the rest of The internal surface of the pressure vessels employed in flux (use rest for recovery), but ESSC has any rest of flux. the petrochemistry industry is often faced with materials Pictures of both processes in fig. 2 are shown. which are resist to corrosion. The industrial procedure that conjungates the most productivity with the smaller dilution is thatESSC (Electroslag Strip Cladding). The research wants to exceed the actual limits ofESSC process, scanning the possible advantages introduced from Multi StripTechnique Twin Type. KEYWORDS pressure vessels, cladding, elektroslag strip cladding, multi strip technique twin type, deposit, creep resistant steel, corrosion, elektroslag plating, elektroslag flux, sub-arc welding. 1 INTRODUCTION The strip electroslag cladding was developed in 1990, as integration of electroslag welding process plus today very popular strip cladding process. Aim of this process is deposit by strip intended weld metal (usually corrosion or wear resistant) on base material.
    [Show full text]
  • Solid State Welding and Application in Aeronautical Industry
    ISSN 2303-4521 PERIODICALS OF ENGINEERING AND NATURAL SCIENCES Vol. 4 No. 1 (2016) Available online at: http://pen.ius.edu.ba Solid State Welding and Application in Aeronautical Industry Enes Akca*, Ali Gursel International University of Sarajevo Faculty of Engineering and Natural Sciences Sarajevo, Bosnia and Herzegovina [email protected], [email protected] Abstract In this study solid state welding andapplication in aeronautic industryhave been researched. The solid state welding technicisused in the industrial production fields such as aircraft, nucleer, space industry, aeronautic industry, ect., actually solid state welding is a process by which similar and dissmilar metals can be bonded together. Hence a material can be created as not heavy but strong strength. Beside, advantages and disasvantages of solid state welding have been discussed. Also the diffusion welding and friction welding which belong to the solid state welding is obsevered in aeronautic industry. Keywords: solid state welding, aeronautic industry,diffusion welding, dissimilar materials 1 Introduction Welding is a metal joining process which produces Disadvantages of Solid State Welding: coalescence of metals by heating them to suitable Internal stresses, distortions and changes of micro- temperatures with or without the application of pressure structure in the weld region, or by the application of pressure alone, and with or Harmful effects: light, ultra violate radiation, fumes, without the use of filler material. Basically, welding is high temperature, used for making permanent joints. It is used in the manufacture of automobile bodies, aircraft frames, Also there are many kinds of welding processes; railway wagons, machine frames, structural works, tanks, Arc welding; furniture, boilers, general repair work and ship building.
    [Show full text]
  • Welding Processes Types of Welding
    ME0203 Manufacturing Technology Chapter 1 Special welding processes Types of Welding Fusion Welding Pressure Welding Homogeneous Heterogeneous Friction Welding Gas Welding Brazing Soldering Electroslag MIG High Energy Beam TIG Electric Arc Shielded Metal Arc – “Stick” WELDING PROCESSES . Basic Welding processes ( Revision- not in syllabus) 1. Arc Welding 2. Oxyfuel Gas Welding . Special Welding processes ( in syllabus) 1. Other Fusion Welding Processes (Laser, Electron Beam, Ultrasonic, Electro slag) 2. Resistance Welding (Friction welding) 3. Solid State Welding (electrical resistance welding) 4. Weld Quality 5. Weldability Two Categories of Welding Processes . Fusion welding - coalescence is accomplished by melting the two parts to be joined, in some cases adding filler metal to the joint . Examples: arc welding, resistance spot welding, oxyfuel gas welding . Solid state welding - heat and/or pressure are used to achieve coalescence, but no melting of base metals occurs and no filler metal is added . Examples: forge welding, diffusion welding, friction welding Joint Design BUTT JOINT FILLET JOINT STRAP JOINT CORNER JOINT LAP JOINT Oxyfuel Gas Welding (OFW) Group of fusion welding operations that burn various fuels mixed with oxygen . OFW employs several types of gases, which is the primary distinction among the members of this group . Oxyfuel gas is also used in flame cutting torches to cut and separate metal plates and other parts . Most important OFW process is oxyacetylene welding Oxyacetylene Welding (OAW) Fusion welding performed by a high temperature flame from combustion of acetylene and oxygen . Flame is directed by a welding torch . Filler metal is sometimes added . Composition must be similar to base metal . Filler rod often coated with flux to clean surfaces and prevent oxidation Oxyacetylene Welding Figure 31.21 A typical oxyacetylene welding operation (OAW).
    [Show full text]
  • View of the Experimental Apparatus Is Shown in Figure 2
    1 -/ I. A-·.I-W "l.- 1 CONTINUED RESEARCH ON MECHANICAL PROPERTY IMPROVEMENTS IN ELECTROSLAG WELDING OF HIGH STRENGTH, LOW ALLOY STEELS. Final Report I Prepared for: American Institute of Steel Construction 400 N. Michigan Avenue I Chicago, IL 60611 I P. :epared by: MSNW, Inc. I P.O. Box 865 San Marcos, CA 92069 I I I G. H. Reynolds, Principal Investigator I June 20, 1984 I RR1056 I I 7180 I - I I TABLE OF CONTENTS SUMMARY •••••••••••••••••••••••••••••••••••••••••••••••••••• 1 I INTRODUCTION ..••••..•••.•..•..•••••..••...•.......••.••.••. 3 REDUCED HEAT INPUT ELECTRO SLAG WELDING EQUIPMENT .•.••••.... 8 I MATERIALS AND FILLER METALS ..•........•.•••.•.••.•.......•. 10 EVALUATION TECHNIQUES FOR WELDED TEST PLATES ......•••••..•. 13 WELDING PROCEDURE DEVELOPMENT AND TEST RESULTS ••......•••.• 14 I Solid Electrodes .....•.•.•..••.•....•................... 14 Flux-Cored Electrodes .....................••.•••.•...... 37 I CONCLUSIONS ..................................••.••......... 39 RECOMMENDATIONS ........................................... 40 I I I I I I I I I I I I I ... SUMMARY This project was perfermed to examine a reduced heat input electro­ slag welding process using high alloy content filler metals for ASTM I A588 steel. Reduced heat input was accomplished through the use of supplemental metal powder filler additions which permitted higher welding I travel speeds, thereby reducing heat input to the base metal. Prior research has indicated that the combination of reduced heat input and high alloy filler metals could produce electroslag
    [Show full text]
  • Title: History of Welding
    Title: History of Welding Objectives Time frame to Complete Students will be able to read an article and sequence a 30-45 minutes series of events. NRS EFL 4 ce Civics - Stackable Cert. Cert. Stackable Documentation Technology skills / Life Study EL Pathways Career Poli Paramedic Fire Rescue Asst. Medical / Cardio EKG Phlebotomy Nursing Practical Admin Healthcare Tech Pharmacy IMT AMT HVAC Welding Other: X Standard(s) Addressed in Lesson Read for Understanding Benchmark(s) Addressed in Lesson R.4.8. Understand meaning of some specialized content vocabulary (for example, "constitution"). R.4.11. Apply, monitor and adjust comprehension strategies (for example, note subtle details in texts, pose questions about text) to understand text at an inferential level. R.4.12. Use structural elements and organizational strategies (for example, problem and solution, cause and effect) to aid in comprehension of print and electronic texts. R.4.15. Draw conclusions about text using knowledge of main idea(s) and supporting details, consistent with complexity of the text. Materials History of Welding article available from http://www.rodovens.com/welding_articles/history.htm Sequencing activity – pre-cut into strips Answer key Learner Prior Knowledge Students should understand chronological order. Activities Step 1 Establish purpose for the activity. Understanding sequences can help people better understand the events as well as cause and effect relationships, thereby making one’s knowledge more complete. When reading, there are often cues to help us organize information in a logical sequence. Often, there are dates; words such as first, next, meanwhile, later; or phrases such as in the beginning, as a result, or in conclusion.
    [Show full text]
  • Chapter 13 Processing of Materials
    CHAPTER 13 PROCESSING OF MATERIALS All metal parts and components go through a number of different processes in their manufacture. Most metals, after extraction from their ores, are melted and cast, either as ingots or as castings. Ingots are usually made with a geometric cross section (round, square, rectangular, hexagonal etc. - sometimes with rounded, or mitred comers or with scalloped faces). The actual shape is determined by a combination of metallurgical and econontic factors. They are normally cast into metal moulds to provide rapid cooling and solidification of the metal. An ingot is simply a convenient shape and size for subsequent working of the metal by rolling, forging or extrusion. ---"'- , -- ---- - _.---- Castings are produced by pouring the liquid metal into a specially prepared mould where the metal may solidify and take up the shape of the mould. This shape is made to be as close as possible to the final shape of the part. There are a large number of different casting processes, all of which have in common: • A suitable mould cavity must be prepared. • The size of the cavity must be larger than the fmished size of the part to allow for shrinkage and contraction of the molten mem] as it solidifies and cools. • There must be proviSion for air and gases to escape from the mould as the metal is poured in. • The mould must not unduly restrain the casting as it contracts during cooling. • It must be possible to remove the casting from the mould after solidification, and it must also be possible to remove any residual mould material from the cold casting.
    [Show full text]